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Multidiscipline support systeM type MultiGrid™ - JT Day Pty Ltd

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U-SUPPORT: CH 50-2T-2,5mm<br />

MG-U: 12<br />

A)<br />

S-M WB-200-CH50-2<br />

Thickness<br />

2.5 mm<br />

Height<br />

B)<br />

P y (KN)<br />

C)<br />

D)<br />

P x (KN)<br />

Width<br />

Items list:<br />

Function Type Thickness (.mm) Weight(kg) Art # HDG Art # SS #of Parts<br />

A) Welded Starter S-M WB-200-CH50-2 6 0,9 1302514** 1371698 2<br />

B) Mekano Channel S-M CH50-2T2,5(*kg/m) 2,5 5,3* 1372188 1372183 1<br />

C) Angle Bracket S-M AB 55x55-10 4 0,2 1302494 1371712 2<br />

D) Self Lock Boltset S-M LS-NU-M10x20 10 0,05 1371980 1371983 14<br />

**) S-M WB-200-CH50-2 is delivered in carbon steel quality.<br />

Load Capacity: Mekano Channel CH 50-2T2,5 (v) & CH 50-2T2,5 (h)<br />

Height(mm) Width(mm) Capacity DW P y (KN) Piping P y (KN) Piping P x (KN) Blast P y (KN) Blast P x (KN)<br />

1000 250 8.5 3.8 1.1 10 3<br />

1000 500 5 3.3 1 9 3<br />

1000 750 3.6 2.5 0.8 8 3<br />

1000 1000 2.8 2.2 0.66 5 3<br />

1000 1250 2.4 1.8 0.54 4 2.5<br />

• Norsk Standard code NS3472/Eurocode 03/Norsok.<br />

• Capacity (KN) is calculated using point load on the centre of the horizontal <strong>support</strong>.<br />

• Piping: ULS – Ultimate Limit state – Load factor 1,3 – Material factor 1,15 on r = 210N/mm².<br />

• Other disciplines: SLS -. Load factor 1,0 – Material factor 1,15 on r = 210N/mm².<br />

• Deflection allowance piping: L/300 or 3 mm. Most conservative used.<br />

• Deflection allowance other disciplines: L/200<br />

• Section properties are based on effective values reduced for perforations.<br />

• For blast calculation a P(y)=70% of capacity load is used to estimate max blast in x-direction.<br />

• We do not recommend to use channel CH100-1-1,5 as horizontal <strong>support</strong> for widths > 1,2 m.<br />

For these applications please substitute to either CH100-1 double or CH100-2T-2mm.<br />

30

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